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An Evaluation Of The Suitability Of Some Basement Rocks From Oban Massif, Southeastern Nigeria, For Engineering Construction Purposes
Abstract
The physical and engineering properties of some basement rocks from parts of Oban Massif, Southeastern Nigeria were investigated to ascertain their suitability for civil engineering construction purposes. A total of 19 representative rock samples comprising of granites and granodiorites, were obtained from three quarries in Akamkpa Local Government Area of Cross River State, southeastern part of Nigeria. The rock samples were crushed into aggregates and their physical and mechanical properties were assessed. The results obtained showed that the specific gravity ranged from 2.60-2.72, water absorption 0.30-0.96%, aggregate impact value 12-30%, aggregate crushing value, 12-33%, flakiness and elongation Indices both ranged from 14-29%, the uniaxial compressive strength fell between 190 and 209NM/m,2 and the Los Angeles abrasion gave 14-41%. Petrographic studies suggested the rocks are granites and granodiorites. Results obtained from the research were compared with known engineering specifications. Such comparisons showed empirical relationships between the physical and the mechanical characteristics of the materials tested. These empirical relationships can, thus, be employed to save cost in future site investigations. Petrographic studies and engineering properties indicate that aggregates derived from the fresh basement rocks in the study areas are capable of withstanding heavy traffic, foundation loads and are generally suitable for most civil engineering construction purposes. It is also expected that the interpretation and ranking of the test results will provide a suitable guide to prospective clients of quarry operators as they can now have some scientific basis for selecting materials needed for different construction works. To achieve this, quarry operators must test and advertise/publicize the properties of their products for public consumption.